Kerala

Financial BO

Works

Civil Works - Roads

Plan-Kuttisseri Kidesseri road rennovation in ward 2 Arookutty GP-220/2026- 27

Local Self Government Department

Arookutty | Alappuzha, Kerala

Amount: ₹3.3 LCloses: 26 Sept 2026Closed

Timeline

Published19 Sept 2026
Closed26 Sept 2026
Financial Evaluation—
Award—

Tender Value

₹3.3 L

EMD Value

₹8,314

Closing Date

26 Sept 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

Assistant Engineer

Address

Assistant Engineer LID EW Section office Arookutty

Work Description

Plan-Kuttisseri Kidesseri road rennovation in ward 2 Arookutty GP-220/2026- 27

Tender Information

Tender ID

2026_LSGD_870985_1

Reference Number

220/27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Arookutty

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF EPAYMENT FORM (.pdf)

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF AFFIDIVIT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredSBD FROM TENDER WEBSITE (.pdf)

RequiredBILL OF QUANTITIES(BOQ) (.xls)

Fee & Financial Details

Tender Fee Amount

₹735

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹8,314

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

29 Sept 2026

Published

19 Sept 2026

Bid Opening

28 Sept 2026

Download Starts

19 Sept 2026

Download Ends

26 Sept 2026

Submission Starts

19 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1MAINTENANCE
1.001	OD149841/2026-2027:Scarifying the existing road surface to a depth of 150 mm by mechanical means and recompacting aggregate obtained from scarifying with power roller.	300	sqm	-	-
1.002	4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead	45	cum	-	-
1.003	75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502	300	sqm	-	-
1.004	75.5.2.3pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.	300	sqm	-	-
1.005	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65)	300	sqm	-	-
1.006	OD149853/2026-2027:Construction of subgrade and earthern shoulders Construction of subgrade and earthern shoulders with approved material obtained from borrow pits with all lifts and leads transporting to site ,spreading ,grading to required slope and compacting to meet requirement of table 300.2 with lead up to 1000 m as per technical specification clause 303.1 (3.14 modified with increased compensation and additional conveyance CHERTHALA TALUK DSoR 2021) WITHOUT POWER ROLLER	3.75	cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.01 MB

Bid Opening Summary

finance_1476067.pdf

PDF

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.04 MB

Work Item Documents

affidivit.pdf

Tender Documents • 0.03 MB

epayment.pdf

Tender Documents • 0.04 MB

220form.pdf

Tender Documents • 0.03 MB

220sbd.pdf

Tender Documents • 1.73 MB

INT.pdf

Tender Documents • 0.01 MB

BOQ_1476067.xls

BOQ • 0.30 MB

220agt.pdf

Tender Documents • 0.05 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1MAINTENANCE
1.001	OD149841/2026-2027:Scarifying the existing road surface to a depth of 150 mm by mechanical means and recompacting aggregate obtained from scarifying with power roller.	300	sqm	-	-
1.002	4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead	45	cum	-	-
1.003	75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502	300	sqm	-	-
1.004	75.5.2.3pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.	300	sqm	-	-
1.005	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65)	300	sqm	-	-
1.006	OD149853/2026-2027:Construction of subgrade and earthern shoulders Construction of subgrade and earthern shoulders with approved material obtained from borrow pits with all lifts and leads transporting to site ,spreading ,grading to required slope and compacting to meet requirement of table 300.2 with lead up to 1000 m as per technical specification clause 303.1 (3.14 modified with increased compensation and additional conveyance CHERTHALA TALUK DSoR 2021) WITHOUT POWER ROLLER	3.75	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1MAINTENANCE

1.001

OD149841/2026-2027:Scarifying the existing road surface to a depth of 150 mm by mechanical means and recompacting aggregate obtained from scarifying with power roller.

300

sqm

1.002

4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead

cum

1.003

75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

300

sqm

1.004

75.5.2.3pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

300

sqm

1.005

75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65)

300

sqm

1.006

OD149853/2026-2027:Construction of subgrade and earthern shoulders Construction of subgrade and earthern shoulders with approved material obtained from borrow pits with all lifts and leads transporting to site ,spreading ,grading to required slope and compacting to meet requirement of table 300.2 with lead up to 1000 m as per technical specification clause 303.1 (3.14 modified with increased compensation and additional conveyance CHERTHALA TALUK DSoR 2021) WITHOUT POWER ROLLER

3.75

cum